许福友, 陈艾荣. 基于截尾概率分布的结构可靠性分析[J]. 工程力学, 2006, 23(11): 52-57.
引用本文: 许福友, 陈艾荣. 基于截尾概率分布的结构可靠性分析[J]. 工程力学, 2006, 23(11): 52-57.
XU Fu-you, CHEN Ai-rong. STRUCTURAL RELIABILITY ANALYSIS BASED ON TRUNCATED PROBABILISTC DISTRIBUTION[J]. Engineering Mechanics, 2006, 23(11): 52-57.
Citation: XU Fu-you, CHEN Ai-rong. STRUCTURAL RELIABILITY ANALYSIS BASED ON TRUNCATED PROBABILISTC DISTRIBUTION[J]. Engineering Mechanics, 2006, 23(11): 52-57.

基于截尾概率分布的结构可靠性分析

STRUCTURAL RELIABILITY ANALYSIS BASED ON TRUNCATED PROBABILISTC DISTRIBUTION

  • 摘要: 基于概率分布理论,建立了截尾概率分布分析模型;为便于截尾概率分布可靠性分析,提出了计算可靠指标的新优化模型,该模型无需对概率分布进行当量正态化,也无需知道概率分布类型信息;给出了截尾概率分布在给定子区间内产生随机数的方法,使得MonteCarlo抽样成为可能。算例结果表明,截尾概率分布更符合实际情况,并且会使可靠指标提高,其影响不容忽视。

     

    Abstract: Based on probabilistic distribution theory,an analytical model for truncated probabilistic distribution is presented.A new optimization model for calculating reliability index is proposed,in virtue of which the reliability analysis is carried out with truncated probabilistic distributions.In this model,it is unnecessary to normalize the non-normal distributions and to learn the information of distribution type.A technique to sample the truncated probabilistic distribution in selected partial regions is proposed,in which Monte Carlo method turns to be feasible.Example results show that the truncated probabilistic distributions are more realistic,which will improve the reliability index.The influences should not be ignored.

     

/

返回文章
返回